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HomeMy WebLinkAbout19 Bass River Parkway - Foundation & Sections2a 12'-2" EQ. 14'-0"35-2" 4'-94" 3" EQ. 5'-4" 2'-6" 4'-9" 10-74 S-3" 2'-6" 2'-5" A ---' S-1 L KNOCK OUT L -BASEMENT S-1 PANEL (SEE WINDOW(SE \ II I GARAGE 4"CONC. SLAB ON GRADE II I B i SAWCUT & SEAL - 0 S-1 — . — . — . — . — . — . — . — N. mm m X II ADDIT II I / BENT (WALL ONL BARS j w/ #3 STIRRUPS -- 4-C STEP WALL TO GRADE (-4") GARAGE DOOR, SEE NOTE 3 1i-34" 10'-0" -2 10'-0" FLOOR FRAME - DBL SILL PLATE NOTE 6) NOTE 7) \ `f w F — II— KNOCK OUT 7 I PANEL (SEE NOTE 6) EE I � OPENING (SIM/KO 8 _83" 8'-1 " v I I I�PANEL) 1'-11" 4 -D— 1 I I ra� *� w I I CRAWL SPACE I I S-2 SIM.) I o w 31 CONC. SLAB o / CRAWL SPACE / /I�I I ,n 312"CONC. SLAB rn / i I I I � OPENING (SIM/KO I / PANEL) �J I I— —� I O I ----co f- bJ ro L A D I co � , S-2 .. � co L I A! 3'-0"X3'- 0"X12"D S -T F- REINF. CONC. A BOOT), w/(12"0W S-1 o _- SONOTUBE (TYP.) 3 S-8" 1 -2 I II cl N I I I I 0 12-5" (SEE NOTE 8 FOR FOUNDATION PLAN I I I DOCUMENT) REFERENCE SCALE: 1/4" = 1'-0" I- E I I KNOCK OUT BASEMENT PANEL (SEE E NOTES: I I S I IWINDOW (SEE NOTE 6) OTE 7) 1, FOR GENERAL NOTES SEE SHEET S-2. ,yam 2. DIMENSIONS SHOWN ARE FOR DESIGN PURPOSES. CONTRACTOR TO LAYOUT FOUNDATION WALLS AND PIERS/BEAMS TO ALIGN WITH FLOOR FRAMING. VERIFY ALL DIMENSIONS AND ELEVATIONS w/ FINAL ARCHITECTURAL & SITE PLANS. 3. LAYOUT CONCRETE ROUGH OPENINGS AS PER DOOR & WINDOW SUPPLIER REQUIREMENTS. 4. PROVIDE VENTILATION AND ACCESS IN ACCORDANCE WITH MSBC 6TH EDITION. 5. CONTRACTOR TO COORDINATE GRADE ELEVATIONS PER SITE PLAN. 6. LOCATE KNOCK -OUT PANELS PER OWNER PREFERENCE PRIOR TO INSTALLATION. 7. NEW BASEMENT WINDOWS TO BE PRESSURE TREATED FRAMED 100% VINYL, SLIDING TYPE WITH SCREENS. 8. FOR ALL ELEVATIONS, UTILITIES, AND SETBACKS REFER. TO "SWEETSER ENGINEERING" SITE DRAWING FOR 19 BASS RIVER PARKWAY, SOUTH YARMOUTH, MA, DATED 10-18-04. (3) 2X10 P.T. GLUE & BOLT a . �I- HD GALV. SIMPSON HEAVY_ " DUTY HANGER (TYP.) FLOOD CONTROL KNOCK -OUT e . PANEL VERIFY ROUGH OPENING SIZE AND LOCATION w/ ARCHITECT / OWNER PRIOR TO e CONSTRUCTION ;e APPROX.-- GRADE KNOCK—OUT PANEL © PERIMETER FOUNDATION WALL ELEVATION 1 SCALE: 1" =1'-0" S'�1 5'-10" 5' -4 - FLOOR FRAMING A I I I S-1 2'-6' 6'-8" 8'-9" 3'-3" 2'-6' I 3'-0" 8'-0" #4 © 18" O.C. 0 CRAWL SPACE SECTION A SCALE : 1/2" =1%0" S' 1 0 I 24'-0" —I A 1 II 7'-104„ 8,-32„ 7'-104„ - — I D (SIM.) I— —I i— �� I I �� S-2 L� I POOL HOUSE CRAWL SPACE I 31" CONC. SLAB KNOCK OUT KNOCK OUTI i _ PANEL (SEE PANEL (SEE NOTE 6) NOTE 6)� S-1 3'-1" 2'-6" 12'-10" --6 ANCHOR BOLT (1/2" 0 MIN) SPACED ® 4'-0" O.C. (MIN) AND 1'-0" FROM EACH CORNER - (2) #4 T&B 8" MIN EMBEDMENT EXPANSION JOINT lr P.T. SILL PLATE-------. MATERIAL FULL z PERIMETE OF SLAB 00 5� GRADE z - Do000 0 �p0 0 0 ��O Oo 4" CONC. SLAB WITH I 1 0o WWF j.� N 1`0 ° -0 • ° • #4 BENT BAR 0 0 0 U�—(3) #4 CONTINUOUS " 6" 10" 6" V-10" SECTION @ GARAGE WALL SECTION B SCALE :1/2" =1'-0" CJ`�i PETER J. PALK STRUCTURAL NO. 43315 I1 Z ui O H I- W U W ELw Ld 0 H o z o O H Q CONC. SLAB d ec U iI p3: 0 F- O Z �. NON -EXPANSIVE, .. NON -COMPRESSIVE TABLE UNDISTURBED SOIL R STRU ; oj ¢ COMPACTED (>95%) ILL • �• '� o�jo OVER SAME 0 #4 © 18" O.C. 0 CRAWL SPACE SECTION A SCALE : 1/2" =1%0" S' 1 0 I 24'-0" —I A 1 II 7'-104„ 8,-32„ 7'-104„ - — I D (SIM.) I— —I i— �� I I �� S-2 L� I POOL HOUSE CRAWL SPACE I 31" CONC. SLAB KNOCK OUT KNOCK OUTI i _ PANEL (SEE PANEL (SEE NOTE 6) NOTE 6)� S-1 3'-1" 2'-6" 12'-10" --6 ANCHOR BOLT (1/2" 0 MIN) SPACED ® 4'-0" O.C. (MIN) AND 1'-0" FROM EACH CORNER - (2) #4 T&B 8" MIN EMBEDMENT EXPANSION JOINT lr P.T. SILL PLATE-------. MATERIAL FULL z PERIMETE OF SLAB 00 5� GRADE z - Do000 0 �p0 0 0 ��O Oo 4" CONC. SLAB WITH I 1 0o WWF j.� N 1`0 ° -0 • ° • #4 BENT BAR 0 0 0 U�—(3) #4 CONTINUOUS " 6" 10" 6" V-10" SECTION @ GARAGE WALL SECTION B SCALE :1/2" =1'-0" CJ`�i PETER J. PALK STRUCTURAL NO. 43315 I1 Z ui O H I- W U W ELw Ld 0 H o z o O H Q J U J J m O o 0 Z � � k W LLI W to Z m S LS Lu UQ is fz cc O _3gva 0 a"' U) ui -- W,aC clo W Jm > a��x rc r cl) a - O 0 w c W d 2 U 0 p3: a F- O Z w cl)cZ .. co� m Q p m o '� O> N T J U J J m O o 0 Z � � k W LLI W to Z m S LS Lu UQ is fz cc O _3gva 0 a"' U) ui -- W,aC clo W Jm > a��x rc r cl) a - O 0 w c DRAWING NO. 04-171 d U 0 m m m m .. m I m p Z W Y U U Q w W Z DRAWING NO. 04-171